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振动与冲击
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Z24桥阻尼比长期变化影响因素及影响规律
尚志强1,2,夏烨3,孙利民3,4,5,辛公锋1,2
1.山东高速集团有限公司创新研究院,济南250102; 
2.山东省高速公路技术和安全评估省级重点实验室,济南250102;
3.同济大学土木工程学院,上海200092; 
4.同济大学土木工程防灾国家重点实验室,上海200092; 
5.上海期智研究院, 上海200232
Long-term characteristics of damping ratio of the Z24 bridge influenced by different factors
SHANG Zhiqiang1,2, XIA Ye3, SUN Limin3,4,5, XIN Gongfeng1,2
1.Shandong Hi-Speed Group Innovation Research Institute, Jinan 250102, China;
 2.Shandong Key Laboratory of Highway Technology and Safety Assessment, Jinan 250102, China; 
3.College of Civil Engineering,Tongji University, Shanghai 200092, China;
4.State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;
5.Shanghai Qizhi Institute, Shanghai 200232, China
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